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Printed on:Friday 12/13/2024 03:21 PM 29C0451/AAAD/147517Pageof55 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />OTHER WORK RECOMMENDATIONS - NONE <br />JOINT/APPR/RAIL WORK RECOMMENDATIONS <br />SUPERSTRUCTURE WORK RECOMMENDATIONS - NONE <br />SUBSTRUCTURE WORK RECOMMENDATIONS - NONE <br />Work By <br />Action <br />Est CostRec Date LOCAL AGENCY <br />Joints-Replace <br />09/14/2020 <br />Str Target ROUTINE <br />Replace the Type A joint seals at both abutments. <br />Abutment 1 joint width measured 1.5 inches. Abutment 2 joint width measured 1.25 inches. Both joints were measured at 83 degrees <br />Fahrenheit. <br />Dist Target <br />EA Status PROPOSED <br />DECK WORK RECOMMENDATIONS <br />Work By <br />Action <br />Est Cost Rec Date LOCAL AGENCY <br />Deck-Methacrylate <br />09/19/2018 <br />Str Target ROUTINE <br />Clean the bridge deck and apply methacrylate. <br />Dist Target <br />EA Status PROPOSED <br />SUBSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />SUBSTRUCTURE <br />SUBSTRUCTURE RATING =(60)8 <br />WORK RECOMMENDATIONS <br />(256) Slope Protection <br />Element DescriptionElem <br />No. <br />Env Total <br />Qty <br />Units <br />CS 1 CS 2 CS 3 CS 4 <br />Qty in each Condition StateDefect/ <br />Prot Defect <br />loitering. <br />There were no significant defects noted.